
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 3, Problem 3.14PFS
To determine
The spacing at which the net area for the given section through two holes is similar as the net area through all three holes.
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Students have asked these similar questions
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9. A reinforced concrete beam is subjected to V/ = 40 kips and Tu/ = 12 ft kips at the critical section. Given
conditions:
⚫ Longitudinal reinforcements use No. 8 grade 60 steel with an effective depth d = 20 in.
For shear capacity, V = 18 kips and V₂ = 22 kips
• For transverse reinforcements, use No. 3 bars with grade 60.
•
The effective torsional area of A. = 150 in².
• Crack angle = 45°
⚫ The minimum stirrup spacing is Smin = 4" and the maximum stirrup spacing is Smax =
Find the required stirrup spacing at the critical section.
8".
3. The beam shown on the right uses three No. 8 bars made of
Grade 60 steel as longitudinal reinforcement. The allowable
maximum center-to-center spacing of the longitudinal rebars
has been determined to be 10 inches.
Now assume that Grade 80 steel will be used instead.
Determine whether the beam satisfies the rebar spacing
requirements according to the ACI Code.
Additional assumptions:
•
Estimate fs = fy
•
20"
Clear cover: ?
12"
Clear side cover: 1.5"
The clear cover depth cc and the clear side cover remain unchanged, regardless of the change in
material.
6. For the slender columns shown below:
a) Determine the effective buckling length factor (k) for each column.
b) Circle the column with the largest buckling capacity, assuming all columns have the same length (f) and the same
flexural rigidity (E+I)
k =
(a)
(b)
(c)
(d)
Chapter 3 Solutions
Structural Steel Design (6th Edition)
Ch. 3 - Prob. 3.1PFSCh. 3 - Prob. 3.2PFSCh. 3 - Prob. 3.3PFSCh. 3 - Prob. 3.4PFSCh. 3 - Prob. 3.5PFSCh. 3 - Prob. 3.6PFSCh. 3 - Prob. 3.7PFSCh. 3 - Prob. 3.8PFSCh. 3 - Prob. 3.9PFSCh. 3 - Prob. 3.10PFS
Ch. 3 - Prob. 3.11PFSCh. 3 - Prob. 3.12PFSCh. 3 - Prob. 3.13PFSCh. 3 - Prob. 3.14PFSCh. 3 - Prob. 3.15PFSCh. 3 - Prob. 3.16PFSCh. 3 - Prob. 3.17PFSCh. 3 - Prob. 3.18PFSCh. 3 - Prob. 3.19PFSCh. 3 - Prob. 3.20PFSCh. 3 - Prob. 3.21PFSCh. 3 - Prob. 3.22PFSCh. 3 - Prob. 3.23PFSCh. 3 - Prob. 3.24PFSCh. 3 - Prob. 3.25PFSCh. 3 - Prob. 3.26PFSCh. 3 - Prob. 3.27PFSCh. 3 - Prob. 3.28PFSCh. 3 - Prob. 3.29PFSCh. 3 - Prob. 3.30PFSCh. 3 - Prob. 3.31PFSCh. 3 - Prob. 3.32PFSCh. 3 - Prob. 3.33PFSCh. 3 - Prob. 3.34PFSCh. 3 - Determine the LRFD design strength and the ASD...Ch. 3 - Prob. 3.36PFSCh. 3 - Prob. 3.37PFS
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